CN217897271U - A concrete placement template for two wall positions - Google Patents
A concrete placement template for two wall positions Download PDFInfo
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- CN217897271U CN217897271U CN202220968548.5U CN202220968548U CN217897271U CN 217897271 U CN217897271 U CN 217897271U CN 202220968548 U CN202220968548 U CN 202220968548U CN 217897271 U CN217897271 U CN 217897271U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 68
- 239000010959 steel Substances 0.000 claims abstract description 68
- 239000004033 plastic Substances 0.000 claims abstract description 11
- 229920003023 plastic Polymers 0.000 claims abstract description 11
- 239000002023 wood Substances 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 7
- 239000003973 paint Substances 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims 4
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model discloses a concrete placement template for double-wall position, including two steel sheets, two all be equipped with a plurality of second mounting holes on the steel sheet, two the opposite sides of steel sheet all is equipped with the plank sheathing, two all be equipped with a plurality of first mounting holes on the plank sheathing, every all be equipped with the plastic casing pipe, every between first mounting hole and the second mounting hole that corresponds all be equipped with the split bolt in the plastic casing pipe, every the first mounting hole and the second mounting hole that correspond are all passed to the both ends of split bolt, every the one end that is close to the plank sheathing that corresponds to the split bolt all installs two steel pipe main joist through the butterfly card. The device compares the concrete placement template at traditional double-wall position, replaces the heated board through the steel sheet, and intensity and stability have all obtained the improvement, and the steel sheet can have enough to meet the need simultaneously, can repetitious usage, the heated board that compares, the cost is reduced.
Description
Technical Field
The utility model relates to a concrete placement template technical field especially relates to a concrete placement template for two wall positions.
Background
With the development of building technology, many residential buildings have two to three units, expansion joints are arranged among the units, the width of the expansion joints is 100-200 mm, double walls exist when shear walls are arranged on two sides of the expansion joints, and the formwork erection is always a construction difficulty due to the narrow space between the double walls;
the double-wall interval of structure is narrow between the building seat unit, and traditional way is here to place a heated board as the template, and nevertheless heated board intensity is low, poor stability, and the easy slope of concreting in-process or breakage leads to the unqualified or other concrete quality defects of production of wall body thickness.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a concrete pouring template for double-wall parts.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a concrete placement template for double-wall position, includes two steel sheets, two all be equipped with a plurality of second mounting holes on the steel sheet, two the opposite side of steel sheet all is equipped with the plank sheathing, two all be equipped with a plurality of first mounting holes on the plank sheathing, every all be equipped with the plastic casing pipe between first mounting hole and the second mounting hole that corresponds, every all be equipped with the split bolt in the plastic casing pipe, every the first mounting hole and the second mounting hole that correspond are all passed at the both ends of split bolt, every the one end that is close to the plank sheathing that corresponds to the split bolt all installs two steel pipe main joist through the butterfly card, every that corresponds the one end that is close to corresponding steel sheet to the split bolt is equipped with the screw-thread steel jointly.
Preferably, each of the split bolts includes a straight rod and a circular ring, and each of the deformed steel bars passes through the corresponding circular ring.
Preferably, a plurality of wood secondary keels are arranged between each wood template and the double-steel-pipe main keel.
Preferably, the diameter of each first mounting hole and the second mounting hole is 50mm, and each first mounting hole is aligned with the corresponding second mounting hole.
Preferably, each wood cross keel all adopts rectangular plank, every wood cross keel is equidistant vertical arrangement.
Preferably, the width of each double-steel-pipe main keel is larger than that of the corresponding wood template, and antirust paint is arranged on each double-steel-pipe main keel.
Preferably, the thickness of each steel plate is larger than 10mm, and each steel plate is provided with antirust paint.
Preferably, one side of each ring on each split bolt is welded with the straight rod, and the diameter of each ring is smaller than 40mm.
Preferably, two hanging rings are welded at the upper end of each steel plate, and each hanging ring is U-shaped.
Preferably, a plurality of back ribs are welded on the side wall of each steel plate, the back ribs are made of steel, and the back ribs are arranged at equal intervals.
Compared with the prior art, the device has the advantages that:
1. the utility model discloses a set up the steel sheet, to drawing bolt, plank sheathing, wood secondary joist isotructure, traditional interior plate that compares uses the heated board, and the use intensity of steel sheet is better, and stability is also better, can also reuse simultaneously, the effectual cost that reduces.
2. The utility model discloses a set up steel sheet, rings, back of the body rib isotructure, set up rings on the steel sheet, the loop wheel machine transport the device of being convenient for sets up the intensity that back of the body rib further improved the steel sheet, when guaranteeing that the device uses, stability that can be better.
Drawings
Fig. 1 is a schematic structural view of a concrete pouring form for a double-wall part according to the present invention;
fig. 2 is a schematic structural diagram of embodiment 2 of the present invention;
fig. 3 is a schematic structural diagram of embodiment 3 of the present invention.
In the figure: 1 steel plate, 2 wooden templates, 3 wooden secondary keels, 4 split bolts, 5 deformed steel bars, 6 first mounting holes, 7 second mounting holes, 8 butterfly cards, 9 hanging rings, 10 back ribs, 11 plastic sleeves and 12 double-steel-pipe main keels.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Example 1
Referring to fig. 1, a concrete placement template for double-wall position, including two steel sheets 1, all be equipped with a plurality of second mounting holes 7 on two steel sheets 1, traditional heated board has been replaced to steel sheet 1, can carry out reuse many times, the cost of processing has been reduced, and stability is better, two back of the body sides of steel sheet 1 all are equipped with plank sheathing 2, all be equipped with a plurality of first mounting holes 6 on two plank sheathing 2, plank sheathing 2 adopts traditional template of pouring, all be equipped with plastic sleeve 11 between every first mounting hole 6 and the second mounting hole 7 that corresponds, all be equipped with split bolt 4 in every plastic sleeve 11, every split bolt 4's both ends all pass corresponding first mounting hole 6 and second mounting hole 7, every split bolt 4 is close to the one end of corresponding plank sheathing 2 and all installs two steel pipe main butterfly keel clamps 12 through 8, every split bolt 4 that corresponds is close to the one end that corresponds steel sheet 1 and is equipped with the screw-thread steel 5 jointly.
The utility model discloses in, every split bolt 4 all includes straight-bar and ring, every screw-thread steel 5 all passes corresponding ring, be equipped with a plurality of wooden secondary joist 3 between every plank sheathing 2 and the two steel pipe main joist 12, increase the stability of device, the aperture of every first mounting hole 6 and second mounting hole 7 is 50mm, every first mounting hole 6 aligns with corresponding second mounting hole 7, guarantee that the device can normally assemble, every wooden secondary joist 3 all adopts rectangular plank, every wooden secondary joist 3 is equidistant vertical arrangement, the width of every two steel pipe main joist 12 all is greater than the width of the corresponding plank sheathing 2, all be equipped with anti-rust paint on every two steel pipe main joist 12, the life of device is improved;
the thickness of each steel plate 1 is larger than 10mm, the antirust paint is arranged on each steel plate 1, the strength of each steel plate 1 is guaranteed, one side of each circular ring on each split bolt 4 is welded with the straight rod, the diameter of each circular ring is smaller than 40mm, one end of each split bolt 4 is folded to be in an arc shape and is welded on the straight rod, and the manufacturing is simple and rapid;
the utility model discloses during the use, after the measurement location, install inboard steel sheet 1, the two-wall outside template adopts normal template system, wooden secondary joist 3 and plank sheathing 2, will take the ring one end of split bolt 4 to penetrate outside plank sheathing 2, plastic sleeve 11 and inboard steel sheet 1 from the outside in proper order, put the plastics anaerobism pipe that is the same width with the wall body in advance in the wall body, the wall body inboard adopts and is not less than screw-thread steel 5, use as inboard steel sheet 1 main joist, insert in the split bolt 4 ring from the top, the two-wall outside is vertical to adopt flitch or square steel etc. to do wooden secondary joist 3, horizontal two steel pipes are made the main joist, split bolt 4 and two steel pipe main joists 12 adopt butterfly card 8 to consolidate, then the normal fastening of split bolt 4 in plank sheathing 2 side, stop fastening split bolt 4 when guaranteeing the wall body size;
the device compares the concrete placement template at traditional double-wall position, replaces the heated board through steel sheet 1, and intensity and stability have all obtained the improvement, and steel sheet 1 can have enough to meet the need simultaneously, can repetitious usage, the heated board that compares, the cost is reduced.
Example 2
Referring to fig. 2, the difference between this embodiment and embodiment 1 is that two rings 9 are all welded to the upper end of each steel plate 1, and each ring 9 is U-shaped, and can be connected with ring 9 through a tower crane and a wire rope, so as to facilitate carrying of steel plate 1.
In this embodiment, can be fast be connected with corresponding rings 9 through tower crane and cable wire, can fast remove to suitable position, improved the handling efficiency of device.
Example 3
Referring to fig. 3, the difference between the present embodiment and embodiment 2 is that a plurality of back ribs 10 are welded to the side wall of each steel plate 1, the material of each back rib 10 is steel, and each back rib 10 is arranged at equal intervals.
In this embodiment, because all weld on the lateral wall of every steel sheet 1 has a plurality of back ribs 10, further improve steel sheet 1's intensity, guaranteed steel sheet 1's life, and then improved the number of times of turnover, further reduced the cost of construction.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (10)
1. The utility model provides a concrete placement template for double-wall position, includes two steel sheet (1), its characterized in that, two all be equipped with a plurality of second mounting holes (7) on steel sheet (1), two the opposite side of steel sheet (1) all is equipped with plank sheathing (2), two all be equipped with a plurality of first mounting holes (6) on plank sheathing (2), every all be equipped with between first mounting hole (6) and the second mounting hole (7) that correspond plastic casing pipe (11), every all be equipped with in the plastic casing pipe (11) and to drawing bolt (4), every the both ends of drawing bolt (4) all pass corresponding first mounting hole (6) and second mounting hole (7), every one end that drawing bolt (4) is close to corresponding plank sheathing (2) all installs two steel pipe main joist (12), every that corresponds one end that drawing bolt (4) is close to corresponding steel sheet (1) is equipped with screw steel (5) jointly.
2. A concrete pouring formwork for double wall sections according to claim 1, characterized in that each of said tie bolts (4) comprises a straight rod and a circular ring, each of said deformed steel bars (5) passing through the corresponding circular ring.
3. A concrete casting form for double wall sections according to claim 1, characterized in that a plurality of wooden cross runners (3) are provided between each said wooden form (2) and the double steel pipe main runner (12).
4. A concrete pouring formwork for double wall sections according to claim 1, wherein the diameter of each of said first (6) and second (7) mounting holes is 50mm, each of said first (6) and corresponding second (7) mounting holes being aligned.
5. A concrete casting form for double wall sections according to claim 3, characterized in that each wood cross member (3) is a rectangular wood plate, and each wood cross member (3) is vertically arranged at equal intervals.
6. The concrete pouring formwork for the double-wall part is characterized in that the width of each double-steel-pipe main keel (12) is larger than that of the corresponding wood formwork (2), and antirust paint is arranged on each double-steel-pipe main keel (12).
7. A concrete pouring template for double wall sections according to claim 1, characterized in that the thickness of each steel plate (1) is more than 10mm, and each steel plate (1) is provided with a rust-proof paint.
8. A concrete casting form for double wall sections according to claim 2, characterised in that one side of the circular ring on each of said tie bolts (4) is welded to the straight bar, each of said circular rings having a diameter less than 40mm.
9. The concrete casting formwork for double wall sections according to claim 1, wherein two hanging rings (9) are welded to the upper end of each steel plate (1), and each hanging ring (9) is U-shaped.
10. The concrete pouring formwork for double wall sections according to claim 1, wherein a plurality of back ribs (10) are welded to the side wall of each steel plate (1), each back rib (10) is made of steel, and each back rib (10) is arranged at equal intervals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220968548.5U CN217897271U (en) | 2022-04-25 | 2022-04-25 | A concrete placement template for two wall positions |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220968548.5U CN217897271U (en) | 2022-04-25 | 2022-04-25 | A concrete placement template for two wall positions |
Publications (1)
Publication Number | Publication Date |
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CN217897271U true CN217897271U (en) | 2022-11-25 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202220968548.5U Expired - Fee Related CN217897271U (en) | 2022-04-25 | 2022-04-25 | A concrete placement template for two wall positions |
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Country | Link |
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CN (1) | CN217897271U (en) |
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2022
- 2022-04-25 CN CN202220968548.5U patent/CN217897271U/en not_active Expired - Fee Related
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221125 |